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HomeMy WebLinkAbout030-2011-10-100 (3) h•,A:4VMIr, Deoartrrom or epmnmrx PRIVATE SEWAGE SYSTEM r_mrmr . Crolx So'n'y :rd Hu,ldmp D'viaicn INSPECTION REPORT "marv Fprrr, 607068 ATI.ACH TO PERM T: GENERAL INFORMATION Plan ° b0 ~crsmal m1o-naUC" yru promdr °:ay Le used t0'scCancarr c-mc:ca ''vvrs'i rax s IS.I:<!':qn"~ F,: •:r,. llluldn's Nanr 'dmap< -rxn :ns. "ar..c T,x w=' 030-2011-10-100 Aaron Topliff and Jennifer Kruchowskd TOWN OF SAINT JOSEPH .T 81.1 [ Icv map RN i iev 31.1 G~mcpL>n. Segiv' Trwa+Runpc+Nar Na. I 35.30.19.388B TANK INFORMATION ELEVATION DATA TYPF 1,4ANUFAC-TJRFR CAPACrY ST,,-17N 9S H L` ELEr enp;: ecncrnarx - - - All Brvl Dosing em-ti-on Blip sever -1 Huldlne St-Hr nie., SVH: O;rtlet TANK SETBACK INFORMATION I ANK -p PL 'd11LLL BLr)3 'vem 1v A,- mtakc ROAC. Dt Inlet septic D: Bottom - - Uosmq ` HeaderRvlan. Aeration I/-- nlx: P,jw Holdmy _ Be? System 4• 9 90, PUMP/SIPHON INFORMATION Final 3raoe T• Manufacturer Ucrnanc S1 mover 4 PC)~ Model NunN`r l 1 r oto. TDH 1 dl / rr¢:ion Loss svtilem Ileac TDH FI r ^ rorC maim _enolh Dia. Ui S.. e, VW SOIL ABSORPTION SYSTEM BEDrTRENCH S: O[- .cuptfr VC OI Trenches 1. Pit DIMENSIONS N( . C' Hrs. Invade -),a Lc„m ❑apt- DIMENSIONS SL IBACK SYSI61vI Ic' nA SLUG Vr-LL IAKc:S I RLAM1+ LEACHING tS;..... INFORMATON CHAMBER OR _ y^:o Sy:fen, f ~ti_ >Ir _ UNII h'oo 700 C , DISTRIBUTION SYSTEM _ pacmp VeN to Air Ntakc Heade0,ian@o:u )"t"buuon xllor::re r. •Ide it I v Iave(e. Lcngtr , Dra Length ~ :ha - °:pdanp_ - SOIL COVER x Prossllle Systems Only xx Mound Or At-Grade Systems Only s. x ?ep% Gee: Cicpth Ovm 'a'p1h ul o: ``+cacod'Snddca blul:ne: :~ry'"roncrv C:r°Ir. 1r t L_ 9r:b"reca: Laaes .u - - ` Yce. NO Yep NO COMMENTS: (Include code dracrepencies, persons piewn:, ccc.r lnsperllfon #1 Inspection $2 Location: 128680TH ST f3eJ~t~xr_;,~'l I I Alt BM Desurphor COV4-r- 2-i Nor: Sewer lengllr = ✓Y 1 1 Sq1 Oct amount 01 cover = J l l / Plan Use other site for edriinnnai infrmahur.. No Use ~nC n :_pCfpr'S ~ pnaltlrr i / ryoC Nf. SB_le ST. CROIX COUNTN' ZONING OFFICE CERTIFICATION STATEMENT FOR L TILIZATION 01' EXISTING SEPTIC TANK(S) i This is to certif% that I havc inspectcd the existing septic and or dose tank presently serving the follo~cing residence: (Street address) 1286 801h Street located at: NE !'y NE t 1, Section 35 Town 30 N. Range 10 W. Town of St Josepr - St. Cron County Wi5COmin. Upon inspection, I certify that I have found the tank(s), to the hest of nn knkm led-e, will conform to the requirements of SPS. 384.25, and it (the,? appear(s) to be functioning properly. Mw,t recent date of inspection or service Did flow back oceur front absorption system'' Yes_ No (if no, skip next line.) Approximate volume or length of tine: "nllons minutes Tank Capacity: 1000 Construction: Prclhb Concrete x _ Steel _ Other _ Manufacturer (If known): woek's Concrete Products A,ge of Tank (if known): to yeas permit number (if known) 51 C067 L..d-/ fTi~/1t'- John sch"1111 (Liee nsed PlLffl ber Si-mature) - (Print Name) - DaPPS 223'60 (Title) (License Number) MPAIPRS (Date i Form to be completed by licensed plumber (Dept ofSatety and Protessional Services Chapter 305 and s. 14>.o( i, 11'isconsi11 Statutes) or licensed disposer iNR 113 Wisconsin Administrative Codei Rev. 2 201' Page 10 I ~ . t Industry Services Division 1 l,uu4n i'cn'nI Number llU he filled in h,' l'n I III D S I'- 1400 . Wash r ton Ave PS P0.Box 71 2 ' Madison, 'IPP 5 - a 1 Sanitary Permit Application j tits II...\nrnl,ar In uCeur d;mu s th SIC 6d _I o :.di t w ub:".I t I don 1„rm In Ih'appr. Pr . c,y,rr nnnnal nrnt ~JA I. m4uncd inn,, In nl l ri u: I r. ,'rn P.PPi[ a .n l"rw, f„I >(ulc cd P, )A' I S AN So -o". 11, ire Deparnnanl o Sam, amI I,nta Pct un.: nd n-'.::Lan )ou pau, rdc mat Sc used for uconda Project Addresa hfthl&renl iNw maihne address) _CUrpo." I. accurdame I, th ti w "'t,, l a (1: 1 ,1 i. Slats I'-X6 X(I"' Street 1 licalion Information - Pleas I 'ri III-onnaliun I rrpa-h I o"Cr \arne I I V CI Amon I, p:df \ ),muter Kol uuski-I ,pill' n+a nl tLtw 35.30_ 11. 38S 3 holm. Orrnu's \lailmy Addrts Propcn) loco o' 1631 XT".bc _ G: vi Iol l n), stale %j, Code Phone Nmnlur \l: NI'. `i. Section M I{;unmond. lCl 9.1(1:5 Idale met 13n\ li to t-: or I I I v lit of Rulldin, (check all shat applvl Lot a ❑I t !n), alfue-\m.herrvi '.iedrunhSuhdivi,loo N:ulw ❑ Pik,, ono uo.d Rhxl, ❑ Ctla of ❑ Stale Ormc d a~ s:hc 11.: _ _ _ lild"C of Z N r6Y Ge}~5 (.J_ O, 5 r 0. !J 62- ~dt ©7 ,ur of }I Juscph III. l lpe of Permit: I( heck o in \e A. Con IVIC line R il'applirahla) 90 _ 'elll IC\Plfllnl l 'n IL'I'1J2CittU t ~t tits )r I el r r'•LL I n3 . Wt{, ;we mellt OWN ❑ Other \tdlh 3[IOn 1t11-\I)fI11t. \rll II ~J i't nn❑ I<o,cr.ai ❑ I ernr.l I0. ,ton / ❑ l h.u1„c ,•1 ❑ I omit Iraml'er to \eN I nl Iho r [.s I'crmjl \mnba tad Dout Issued Holm: 1.spnalirn !'lunhp ,ru o,r ! 515061, (,4 20119 IV. v Pa W1<04 J: - Stem component Device: (Check _all that applyl \on-I":' U1 I'll :n-~.Iman, ❑ I"scsunred In-Ground ❑ At-Glade ❑ M" It -,a in ofshnahlc stns ❑ \U.nrnd <?J in ofsuitahle soil I .i '-in "I ..,Panel Cuurpuncn: lexplainl ❑ 1'I01cutmcnl Der NC lccplalnl 13 /)off -t, ]Aat \ M%ersal'Treatmen ' A rea l nformauun c'pdt I [ r l llAPp'cauon Lo pcrsal Ina Itcy, ,d "II D[,Pcnal Arta I "'A ,I*. n ,r:nto° 6511 ,f v(~ Ull r✓ P K d p'lxfl -J l Al II V 1.'lank Into lapaa.%ul C Illons I:aal y of A1a1)UIUeUIICr >r. (ullons I tuts i - o yaw Itsslag lands I~ ~'a~^ f) A~ ~ p_ v .r..r Y S: pll :'•r llwdtn' l ur'l I-)(Ill If100 I 1 1l'e•CL\ Pone role f r duel, C ❑ ❑ Cl I r- N 11. Rt'pond hthlj' St a tern ell l- I, the under.il;nrd. a arne rrepnmlhllh) for igaatlauon of the 1'()%% 1N It-,- it nn the Xtla(hu1 plane. _ r Ilunhr-,'yw looti Plundu Sr la t Ty/~%II I MI'Hti Number 1{u.mcsa Inuit, Kumhcr l _ t L t t \c.rli¢%r/~% (,L t/ 17rd. 5-76r- P86 P lo :her , iJd u. n, ce:, a nr, Sla[e Lq, de. . Stib 'e'.[I rr \'icw frail. Sou:coct. lVl Oil?5 \ I II aunty Department 1 u Onh p n.'v; :I ly I'cnlu tic Da Rau, l I I m deem Slew luv' I,eni:,. \ 500. oo ~~f J19 1\. ( unditgl ri Kt ~~ryry f~t(arol s for pua) rcuvnl 1 1. Sepp~Tark MI LI. r ~tr ni I l ~C~~-rte iGa ~CM` ~'g .i~~e ¢e Yp[. .naltememerr. he is per per per :tar aye pl, , ie(.1w )1- r roe is 2. nt!1r/r7I( rK. ,UM!^rN1:5 m¢a LU 6. A.r.L,11 L__ tYplr-trppicrbba>r=;:Mlcnrrt:R _ J \Itarh w <onl Plrlr laxn, for the yr[em and .ulnnn to the (nunp unl. nn pale" nut I Ilan X I4 , 11 nmha: m war \RU-G~9X (R03' U i SYS-Eh1 PLOT PLAN A Project Name: Topliff rDewgr P Uw 459 Uellaab , 1 /N AtIaCh aesipn bcv. cal;;.rlauow tot >rale~ Adrresc t2ab 90r yu~_.. "Mm erpat purr. 5.11 Symbo & 5M Ftevaliorc Bb.btt' P of Maler.a'S' iS~tJSantlarJ 3v Deeml:,D'~ -Jmr;a,Or0, seplz WIk Scale 1" = 60' "ablus MAX-3 a 384 30.5 _ C 5C 90 720 1 8M2 Syrrrbr, ahI Fleval.on a• SCli CO V-.,C AS'N D2,W iht UCSI:f. M:pP A- 3J;a+'VC eSTV J1Ik Scope Gradient al l ested Area ~-VIA 'well Symbol (il appliablel Notes' SEA ntx, Uapt Irn rem oamMotc mac 11 I 1111 fry 96 2- Fvshng 3' x 64' i 35 Dula e T-egche= 52, j t El --L la _ 14: tnsimy weeks 2- °rOPOSeO 3 x 65 x EZ ow r_ -s I. Beoroo y 1DDD oa phc Ta, . , t EI = 3:.00 IHCISe w+Zabe A 1,): B< Garaoe axe, sicOe 3!v11 Y Vb1 rC~ 94 -o 50th - $Ireel Dnv=way --7 O r i1 Page 7 I CONVENTIONAL COMPONENT DESIGN INDEX AND TITLE PAGE Project Na:-w Tooirf 3 Becrcor- Replacement Septic Systern Owners Name: Aaron Topliff & Jennifer Kruchowsk -Topliff Owrers Address 1286 80th Street New Richmond, LNI 5402' Legal Description: NE1/4,NE1/4, S35, T30N, R19W Towr;hin St. Joseph County: St. Croix Subdivision Name: NA Lul Nurnbe': Block N,:mber Parcel I.D. Number 030-20:1-10-100 Plan Transaction No. Page 1 rdex ar•d title Page 2 1:60 Plot'lan Page 3 1:100 Expanded Plot Plan Page 4 Septic Tank Specifications Page S Effluent Filter Information Page 6 Bull Run Valve Page 7 System Sizing & Cross Section _ Page 8 EZ F ow information Page 9 Maragement and contingency plan Page 10 _xisting Tank Certification Page 11 Septic Tank Maintenance Agreement Page :2 & 13 Warranty Deed Attachment 1 Soil Evaluation Report Designer: John Schmitt Licnese Number: MPRS 223760 Date: 4/17/2019 Phone Number. 715760-0486 ij7LC Signature. In-Grou-id So I Absorption Component Manual Version 2,0 SRD-10705-P IN. 01/01) Page 1 SYSTEM PLOT PLAN A Project Name: Topiiff Attach design flow calcalabons for Prcject Address. 7286 e0tf Scam mmmPrual plans Blot' Symoo. - BY E.eva!ion. 99 50 Pipe Matecals I AS-M Standard BId Description. F Ins covnr of sops ~ lank Tables 384 30-3 8 3PA 30-5 Scale: 1 80' 9 60 50 '20 BM9 Symbo Q 6a' F levabo'i r $f H 40 P'ar PSTt.I D2"5 610 'Descapbon 4-3034 PVr ASIM UY004 Slope Gradient of Tested Area iF,„ 15 Well Symbol r I apphcaole: Notes SE_ nerf , nqo to mom m~Glote mac 96 98 96 2 Ex,stng 3' x EA' I Qu;k 4 Tronches 1 B2i El =90.18 2- Propcsed 3' x 65 ExSfing Week's EZ oT 3 Bedroo ' 1000 gal Septic Tank ' Noose o Zabdl A 10C r1J Ba l EL= 50.00 Garage ~gasd~e BIo1~~tx++/ / Well~ j ~ M'2 y~ Barb YVI Fenc 94 To 60th Street Dnveeay I SYSTEM PLOT PLAN Topliff 3 Bedroom Replacement < ~ - - - APa^.h design new calculations for ~r01eG1 Addr?ss uaE dCn creel rOnt^o'Cial p!ans 3M' $}n10G1 - BM Elevelgn 215 Pipe Materials I ASTM Standard Scale. 1* 100' 8W Desrnptmn =iRel cc:er on seetic tare Tables 384 303 8 38a.30-5 0 'Q3 'S0 200 BN12 Symbol A BM Elevation 3ii,rdard isrdard SM Description ]M Cascliuepl Standard Standard Siope Gradient of Tested A-ea: 'Al, S:annam Standard 25 'h'etl Symbol (i1 applirat'.ei NOtesf NnIea i 2 a a E ] j rV+•. OIL.. L. Fe? ~ J v.v i i ~R ; i SAI L; v AIJu iijK.DIN3S DvJS4JN Planning 'roducl Rcv.cw commerce.wi.gov DO Ee. 2658 hfedi50n, N;is.On;n 5370' 2658 tepartmnl scons i n TTY: Contact Through Relay of Comme-co Jim Doyle, Governor Richard J. Leinenkugel, Secretary WELKS CONCRIFTF PRODUCTS HAY WEEKS '832 215 TH STRFFT NEW RICHMOND W1 54017, i2e- Dcs::r;pl~oa. SL's°i A.GE TA^:KS CvNC: ~aE t-E Manufacture bVFFKS CCNCRETE PRODUCTS Product Narre SLPTIC. HOLDING, OR PUMP Model Numberst: 'C00 49 IN _L, 21.76 GAL IN.. 841N .MAX. DEPTH OF BJRY:ii 1 G ~,.D. WHFN JSED AS A SEPTIC TANK UASED ON A 3 YR. SFRVICF INTFRVAL FOa RESIDENTIAL dJASTEWAT-H„ TANK DIMENSIONS = 84 IN. L X IN W X 49 IN. H) Product File No 201730040 t ne speck cations and, or plans io, this piunlurng p•ecuu: nave beer rewewec and cete•mmed to be in compliance wan chapters Comm 82 through 84, Wisconsin Administrative Code, and (haptc•s 145 a^.d 160. Wisconsin Statutes, The Depalment rereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Coda This approval is valid until the end of JUNE 2015. This approval is cortincent icon co•rpllance wish the follc'%ving stipulationts). • This tank must be designed to wihlstand the pressures to 'which it will be subjected. • The manufacturer must keep at the manufacturing plant a set of plans and specifications bearing fire department's stalilp Of approve:. The Plats a°(; spce:licat'.cns -Lis: be coon to inspocvcn by an autncrized ~ep,esewat:ve cf the department. • When this product receives wastewater from dwel,ings and is used as a septic tan.(, it will produce an effluent quality with a maximurn month y average value for EOD5 of greater than 30 mg!L and less than or equal to 220 mgt TSS, ur greater than 30 ing L or less :han o• equal to 150 mg L TSS. and L.O.G. of less than 30 rig L. • Approval is issued to, this product as being equivalenl to a floor outlet water closet when the fixture drain is installed n the verl cal position. The design meets Ino -11cri of s Comm 82.32 15) (cl and 84.20 ;51 in), Wis. Adm. Code, which •equires water ciosels to discna'ae through a mirim,lrn diameter 3" drain pipe or fittirq and the bowl to corfolm :c ANSI h•vd.rc "r. L. 9.11:4 I t^r'. r •i .::o.." r,_•t s.~ s (-rc_r _I cr::vid- I _o. ~.rr. I:c gal Fc.:~ r'1a n.alcr clrsnls C'al rnr,el ANSI Standard Al-.?.1g1%l • BEDDING: Bedding material shall be used to provide a uniform bearing surface. A min. of 4-inch base of sand or granular bed on top of a form and uniform base is recommended. The tank should not bear on rocks. Sites with high ground water tables should have specially designed bedding. Sorts should be compacted under the tank. This apo•cval ,upc•ruedcs the aporr.aal ssueo cr 421 2CC5 urder product f.la humour 20CSJ1 C5. This app•cv-al Ietlor stall ce mcorpo-ated wCh you" previously apprnved plans a^c or spec ficatiers approved under product 'tie ":un'ber 2CU5C1 C6. As of May 15, 2008, a copy of a successful rater tightness test report for this product must be AVAILABLE FOR INSPECTION AT THE MANUFACTURER'S PLANT prior to this product being used as a POWTS holding or treatment tank in Wisconsin. The depa'I'^ert it; r no :vay w,oors n_I 1r s p'peuct o- any acvecsing, arc is no, -osuCnsiplo to- any s.tuxion wh cn -tai result from its us,,. Sincerely. .)can M. MacCubb.,. CST Engineering Cons.ilta nl--'Iun1L•iny P-ucucl Reviewe, Commerce. Safely 3 Buildings Div.; PO Box 2658 201 W Washmg:cn Ave. Madsen VJI 53703.2658 Phone 608266-0355. Fax 608 283-7456 E rna l Jean.MacCubbinCvrisconsin.gov Shan-10in.]--!'J Ilr'g Fi- rer. 1001,4001 rO(. Page 4 MAINTENANCE INSTRUCTIONS-! ZABEL FILTERS. ~W , USA rr, rt,rr 1' GL2 of, Thr nterva' for servicing septic anks is set by state ane local code Throughout the United States, there is a wide difference of ,.oirnon on what !his interval should be, but most regulatory agencies suggest two to five years The Zabel filter, which does not m rease the f•egr.rency of servicing for the tank should be cleaned when the septic tank is normally inspected and primped. Howevc- cur fr ter v:rtually self-cleaning The continued action of the anae,cbrc organisms on the Zabel filter causes lodged rait~cles to d.svntegrate and fall to the bottum of the tank. I1 your filter contains a Sn,•artf dter'F a arrrr, yon will be notified by an aarri vibe' the hlfer needs servrcrno. 001 A ,a Step 1: Step 2: Step 2: Locate the outlet o` the sept c :anK Remove the tank cover end pump the Firmly pull the filter hardle and slide and remove the tanK corer lank if necessary to present any solids the car.ndge out of the case from escaping to the the drain field x-on the filte, is re^,oved f I' 4' , y. „ Fat Step 4: Stop 5. F<'~t~d~m ;inpPl~.aton5 While hording the ca'tncge ever the insert the " tz, ce'hidy> back n the cc,uned,onvshn SF access opening f nse Of the cartridge case, marring sure the Liter cartridge standard 46 with fresh water, being carefi.r to rinse is properly aligred and completely all septage material back into the tanK nserted in the case Replace the septic tank cover CJpyg01201. 0;.1ym~,rt. fngDls m.]mveJ aJ'.:. Jul_"- 1,11W I •Id Page 5 t Hone About 5i Order Info V.11, ~~c R l iter:rtu". - I_ Contact I, Drip Systems Treatment Controls Products Dovmloads Design Guidance • 5 a•i! ~~I~~~/.1 WATEF-Th3FT J-1- I RI£EF CAF _ f ACAFTER _ P.13ER TI DE VALVE DIRECTION HANDLE The Bull Run Valve-" is designed to split flows to septic _ fields or systems. In addition to the advantages of longer c• CUTFCRT life and easie• in<tallatior t is the most pt.blic health safe c OUTPOST a ternating device available for waste'w'ater disposal anplications. The use has absolutely no contact with wastewater due to the valve's leak-proof and exterral operating characteristics. The change over from one drainage field to anothe" can 7e accnrrphshed it less !haw ti ✓ 1 IN PORT a minute by s mply tuning t,e valve 'w theut d gr, no or contact with wastewater. the Bull Run Valve is available it 4" soh 40 pvc and s suitable wherever septic disposal systems f ore used - !n commercial, industrial, and res dent Iul epplieatio-is. A OPERATING THE VALVE The :1: ucticn controi handle mould be rotated Field Field F: eI. ~ Fieh. periodically to dived e`fl.lonl to one or the other 1 Nr IF,: Nc. "t of IV-, s.-.i,tic fields. A°mr remevle9 the screw cap at the ;op c` tthe r set* tube, the valve handle can be 'limed ,v th Ute valve key furnished. Vi; Ve i. ~ Vdl." Fos:aor.en FrsJt.n.vr. rn:Iu BULL RUN VALVE dunng Complete Valve Kit .,rrrs !sept;r_ 1 °apacl LVej Yr a Contains Bull Run Va ve bocy 2. 28" Valve Key 3. Riser Cap Adapter ITEM DESCRIPT.1i 4. Watertight Access Cap FRV4 H.a._ RJ% VALVE 4' GR V'..' R14 VALVE & KEY OM_Y FRVCi R'.5f4 H•P-_ RJ% VALVE R.SLR 0,i C'45- GCNFR BRV<EY28 BUL_RJN VAI'VE REV _s' BMT'IRISI•R - 41' BRV<Mti au:: RJN VALVE KeY sn AOJI.STABLI' Tf_ 28" 1116 11 ARV<LY48 5U1_ RJN VALVE KE1' 49 Page 6 PAGE 3 OF 5 W ~ L T z ! J u °s Q ~ O Q: n C _ - ` Q V) Y' m L U C S LLJ O Z E ^ =w Q LL U G jj cnwz~, z~ a (h O III LLI Wow d N L IN v < Coz =3 I Ili I ~ C~ ° o _',z I it I o I I o u ~Cf 2F j~ c U a s R I i c d cn elf O I I Q L Lij U V/ cli CD Q I- 1 1xYt~ . , ' L i N w b/ Q; II II II II x Z W 1,I rn c ° m w w O E ~I'v . o f r c o O = 8 a = N LL 2 21 - a' m 5 _ II ~,I v CL r w = w~~ III - > r II z ~ Z + ¢Qo T'= U-1Z Page 7 Installation Instructions for **EIZflow- EZir'r:,;' Systems in Wisconsin ey INFILTRATOR , .env r I~ I-..r.r ' - 'i r r,I - i:ti.m are i nco- , ud r.., , ri , ,it, --hall in, ha r rv:cc' c ~r e „nrt pl in; for tr. v- : tr:ai,*:1'ozsed on maxin1 11ym c3.ly s:::age llow a•'.d .-:.nct and determined r, to be n coni an;:e .with chapter: the Penmcabil. ty to, the site, 11 certaw enter a is net, the r.:,rrit ' 82 lhrough 84, 1'Jscmnsn Adrnoc Code. and Chapter, HSA srnng can be uscc in Wisconsin, resul6rg in a 40% 1 , unit 1CYJ Wiscon sir Statutes. All a4c; must meet the S t; smalter drainfield. 111 <4^ s"ti & Lcya(9n!,_& I,Qi4tio- dstanees a nett. Gsa rccul'a:ic _ 5 P EZllow b,mele(3; in the EZFlOw configuration ap- d uy system design pound specified for the paircu- c approved product: are 1233H (3-12' bundles with pipe r _ rte, The top or center-most bundles containing pipe , b,indlr- in j' er 1J' lengths) a-d 12J'HP (3-12' hund!,.- 3rP pined end to end with air internal r:r)e coupler: Any pipe in eacr bundle in or 10' lenglh additional aggregate only bcncles that may be required, rnuld be butted agamA the otner aggregatr_-ci bun- . • -.r gl.-: orpo bundle cc, lairs a four inch perfcralec pipe ur dle~ are do not requ re any type of connection. T ju• dcd tv EPS agorr_gatc and is ne:'d :nce.lhei •.vdh pct- 1 -,k nr n . m.:l r,a•-gs•. _r Jl- :..-.r - , r , l~ r,I it, : "he top of each G_O cyli-der conoans a fitter fabric pre- ,r :n1 h ttI .it it r.'.I_ : r°,n..`i_ Ives: in oM.verr the nel' ng snd agg~egale. T1,e labr is ins-er;ed t provenl sul nhrcion. the installer Materials and Equipment Needed sfr.a,l rTake sure the the Gc0 is pr. shooed upwars arc is f "fl wcr the fabric craitainrr in the adjacent cylin- • ; t~ ::'.e• I .,t :,c• hr backhllnny. Ie for i •ad r lflcw Drainfeld Systems should be irstalled in a • Gn:KP~oe~'r~:_a-..m.~ I. hunch n all dnections (both across and along tie bottom) and should View fine cortouw of the ground Installation Instructions ele.vition funifom- depth), with all continuous fur us c for n, 1 t .I.,i ing 10-foot cylindrical bundles placed end to end, ,clew. This prnl,uct nror t 1 n: instude it i .:twin, with etatr iti central bundle dst'IDlllion Pipe nlerconnected, jjv, tj,,w,od in Chap i.r; Cnmrn ;1: 84 Wrv,ron•, it h l .vith,)UA any dams. slcpdoi or oJi water store. e i fv^ b d f 1 r: I:1 1 lc~~t er r imer bt,:7 utC.,.a-1 , P. ~n •rr'- t tie . _n 9. I• n<:r top 5nall to graded such that water will net man,,3 c_ bacKfdl snouH be seeded or sodded immediately it t" 11mPicten to reduce erosion. -.,I I tl t I • ii t inn .'ir : tl P EL u. EPS bundles are flexible and cart fit in curved or mar,. rnth ~alr tf Iecutbcn ~1 Inc' ~ .3^d tine:;. L_ trenches as may x necessary to avoid bees, boulders. or 'Arefut to set currc't tank, nrde,t prpu, neacci Irne u, d : other eb-,:acles, 'rioulinn box and trerch bottom erev:auons before i^;t I- Loon of pipo bundles. I ' F.PS aggregate is hgmer than ureter. 'hrrF(ore. it might be expected that rtatwal buoyar cy forces would tend to t. Rena✓e ulusJi EZ`low s'npping bags prro, to pla._ EZflui:: assemblies to foal out of ground when o,.ndles it the Irench(cs). Nemave any plastic bags n I1,-: o •^~!.rn~ occurs, Fiek! expew-tr :c has shown, however, trends betere >)nlem : ca~ereo tin the s net a prol when s)stom5 have a minimum • ~ ~I z,:aer :c= re::omncnd'd F.,r manufacturer. 3. -his prC'Juu nwst nave geote41e fabric that meets rr- zuaoirents of a Conn 8<-'0 (6i (g). Vfis. Adm. l'r_:i- .nstalled duectl; cv top e' the precuct and ex:enc".~, 1203H-GEO down alone; Ihr sins of the product to a Point at lea..t " inches I•cm thetoltom of praauct d Wher instilled n a trench, the trench should be d.nY - a w,dth O' 36 'nit, nut yr r ro~ labc n oxr , - bon, ,i al , cn I-," :-:=-.I I_be ar:• r:_; afl,.• Page 8 In-ground Gravity Management Plan PAGE 4 OF 4 IMPORTANT: I I no owner of :his in-ground gravity syste'r sha I he responsible for its perpetual operation and maintenance pursuart to requirements of SPS 382-384, Wisc. Admin Code Pursuant to SPS 383 52 (2). Wisc Admin. Code this system shall bo cons,Cered a rum3r heath hazard it no: ma.ita ned in accordant e a.fb this appr ✓r rn riar,agerCnt olar. Ft -the more, all inspection and maintenance activaies shall be performed by a registered POWTS Maintainer in accordance with SPS 381, 52 (3i ',Nisc Admin. Code Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BODE _ 220 mgL' ; TSS< _ 150 mgL' ; FOG _ 30 mgL' Inspection Checklist INSPECT EVERY 3 YEARS type of .rise age of system nuisance fac:nrs it ~ odors, user comp aints, etc i mecnanical m:alfunctior :;e pi -ps, valves, sw tches. floats, alc ) material fatigue ri e . teaks. breaks, corrosion, etc solids volume in anaerobic treatment tankis) and any distribution appurtenance(s) (i e , d stnbuhon / drop boxes] neglect or improper use y.e , exceeding design capacities, prohibited activities, etc) extent of ponding n distribution cell prior to dosing do$ ng irregularities - if applcable tr e pump re-cycling, f cat switc~ settings, etc t . eiectncai components - i' applicable t .e.. wiring, connections. switches, ceniros, timers. alarms, etc.) distribution lateral or !aleral orifice plucgmg irneasure lateral dista. pressure - compare to design soecificaeon) surface dscha'ge o` etfluerr: or sewage bac~-up into struc%.re sen~ec Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) Septic and dose tank(s) >hal be pumped di a certified septage se^ric ng operator licensed under s 251 48 WS Slats when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or ub reyuoed cy kcal t'cr :=•rGe Ctsposal cf ccrturts shat: be pursuar:: to NR 113. 'dJ,sG Adrmr.. Code. Effluent filterts) sha l oe inspected every 3 years and snail oe cleaned when necessary to emove any accunnulated solids according to manufacturers specifications. A servttng period will always be greater thar 12 months System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisr,. Admin. Code_ Report any component failure or malfunction to: Name of inorv d.jai or company John Schmitt _ Phone 715-760-0486 Local govern-ent unit St. Croix County Community Developement phone 715-386-4680 Local gnveroment inif address 1101 Carmichael Road, Hudson, WI Zip 54016 Any defective oart o' this systern shall be repaired, replaced. or removed pursuant to SPS 383.51 (1 i. Wisc. Admin. C' ;de Reuav of tep.)r-e -r[ ' r3da~t o ,n.<Irunr CO~ir r r.r~^r._rl° sh f'mply 'v t') SPS 333 Vv Code No product for che- ca or physical restorator of the PO'vv `S ma be use". U" ess approved by the depaCmert,n accordance with SPS 384 L"', sc Acorn Code Contingency Plan In the event tha: any failec treatment component of tins POWTS carnet oe repaired, it shX[ be replaced pursuant to a plan subrn..:ted to the appropriate agency for revie and appreva A fa. el in-ground cispersal component may be abandoned and replaced by a code-ecmpWirg dispersal rmmn".rent in a pre determinec area cf s~ritab;e soils System Abandonment If use of this PCATS s disconlirued it shall lie, abandcnec in accordance "v:h SPS 383.33, 4'Visc Adr.ir. Code. Page 9 ST. CROIX COUNTY SEPIK TANK MAIN'IENANCIi AGRFEh'IEV1 AND OWNERSHIP CERTIFICATION FORM o"I ~.I I3, Aaron Topliff nlailingAddre 1638 87th Avenue, Hammond,Wl 54015 Property Addre1286 80th Street 1' \V tictn"it ryui vd !i+.-+m Planning X. /o , Dcoartrncnl for new constmcticu.) .i,, ` New Richmond, WI„` t rii ,el Ntrll,ber 030-2011-10-100 LEGAL. DESCRIPTION Properly Location NE NE SS. Sec. 35 T 30N R 19 W, TOx1'n of St. JoeSeph - Subdlrision Plat: NA Inr 2 Certified Surrey Map N volume Page %livarranlr Decd tl (before 2007)Volume Page a Spec house oycs Eho l.nt lieu, idcmiliable Dyes❑na SYSTFM NIAINTENANCI: AND ORNLR CF:R'fi}IC:11WN Impnq,er Else anJ mainnenaner ol'}e~ur qw, 1.111, m cnakl resell in ins premature failure u. handle w:unrs. :'raper maiulell tuce consists nt pumpilig -'It( the eplic lark every three year, car,;xnlcr, it needed. Ky a Iiccuscd pumper. A-hat ycu put into Ih; <y,lenl :an Al'co the function orlh, septic t:r.tk a, Imminent large in the waste disposal system. (Avner Ella intenanee respon:thililics arc spccilicd in §SPS. 133.52(1) and in Chapter 12 tit. Croix County S:nritary Ordinance. lie pn~pcrty owner agrees lo wbrnit to St. Croix County I'lannurg d /caning Dcp:rnment a certification them. signed by the nwerr :ru! by •a pl .rbe r t Eli t'it'.:IF peal: xr. re.lrr e I !.%w,!, :o; a.. I i r•;.. v,. iI iu~ d,ae. (l' llec. „n-,it, 'CI +inpo,ai \slcn' r, in proper e,jma:ing condition ajid or r_^1 alter iuspvoion and pumpine (iC ucccssar) the septic look is .c,, 1hau I, 3 full ,1 !udp;_. I wr, the undcniencd have read Clio ahovc rcquircnrcto, and agme ro maintain the privalc xwagc disposal ystem will:lhc suuulaxs set fonh. herein, as set by (lie Department A'Satety And Prole,siona: Services and tie Dcpartmenl of Natural Resources, ',tale ol'Wiscan,in, Cenilic Lion s1a6113 that your septic system has been n: ha:tmVd most 'oc comple•tcd and rctumed to the St. Croix County Plarwing K 7ouinf Deparimcat \611i m >o days or dw Three yr:+r expiration time. 1 •u h - \ I s h 41.1; e Lti> ; - rr :rue e ti1C ixst e.I my our ktl +w Icdt,c. 1: we anv'are the owrcrt,j of the Imrpcl;y dcscr.Kcd alx+t.c by s irtuc + a wam n1% decd recorded in Register of Deeds (mice. Number of heyltooms 3 j SI iNATVPE10rP LICANT(S) DATE *"Any ink4l)ation that is mislep:cscntcd nvey result in the saniran pennit bring revoked by the Plowing. & /oning Daparnueal. Include with this application :a rccarded %,x ranty decd from the Reciter cal Decck (W-we and F copy Ell Ihr cerlilic:l survey reap if relircnca is made in the warranty deed (RF V. 04.112) Page 11 70 ,;,I,. 1g 2019 SOIL EVALUA, ssP s c 4ra:;n :c -F _te = e p a In S ;.._..P _ auvde bet 1G1 lrmie<I 'r..'iC3 ark I,:c--an:aP fe'erenr.,i Oern!'EMi Jrrczl Cr anU _ ;•t„'en! sroa` +ca l.^ a , , . >nn a..a r.x,, ar.i i s:a^ce In 79a'esi..:_ - Poeaso print al nfbrma on. _ pp 1' 4, r•.< -a. .spa v.:•'a:, ra.. _ . /L 10pI:M Aafnn : I r:ar i cl ~ - P•cpen":' nner'; Ms.; 411, a, Rlr. n 1 li, in a•,c „ ilaGr Road iar•,rrcnn .';1 54 - a S: Losep- dGi h St _ 45f'. GP^ ryo '.ni -j e _PnY2r A :e Pep a m_n! F f :.~mme a _ na•r. n:anr._ Ouh•. ash ~an_ ( nr GJ rlac r`p cVj pla"elt a cr is it aLlc- - -II 9P qI , r Pr13 l Ana r 2 - ,a,i i •,.t-c• .y~...a d.: 1=~ceit c cd --_m •nP:AUpni ccrny# isor'.,., 1~J >p irvbn^ SJ"dCf Der ~7i.h.! .`POtn t01. Lr-;:,J Iavc, 4 dtr0" 4ale H„r zcr D°C,(n Do -nt~clo Pa :r f;as r4f:r Tn: a ~`prs ,lemy_. 9o fnda-y Peels .pYl° t G-IQ :;x;'3,13 ncn< ~ - 'n-ca qlff is `o If• '.r4-h nCna iTsbk T'- e: S o 2.° S,: n,_:,t :abk m.•tr ;:v f ? :.o Lr74 1:;!br _ Q59 ;:v J . 6 - 44-12 COS ~^>``l 7 Ln ! r2~ 5:r r, a -can; - - - - --taco ere• 'it.4fi .ie'.'^'C "i pn^. appa:aC-r Rate ~r , ~ C~:nr ~es-~ ! 'tK':re c_C_re "a rsrsld-CE be:e nary fia^'c PC1` f G} '1n. . 'E'h cY•i . . _ 1 i n, e 51 ngr~ rw,'r r_ 211- ?f L~ 9'51 :n,5:,k n,fr qr. bn,Lt 5 I rJ asbY, mvf- r ? 1.0 none 9J-t?`lfvrj!4 nOnC CSS 'is.; rti i L6 a,d ,J 1^,LCn! -Enl.. e'ia,_Pf CST 1 '11C`7, ~y 1 + n.ft - 227429 I pair F' Jd.A". C.,+:e.:eC T. reCrOne 'aumrs. PrJOeTy ]~rtr iGP.ffAar3a 1. _ Pa,cei_'4 p;P-1Ct 1_if_10n Paco 2 of 4.. y,n~n a F: u,0urtl sadarP eiev hql tv10 rd Cinr -122 t:a:Cn Rate h3'i'-:' _-r ~.....rarr.•':pIJ~ RemyticSQippn 7ex:_t9 CDnS!S:CnUe 6G.Jr1ara RJJ:$ GPp~h` Sn ' none _I >^'O' mfr as 2'TL2f ` 6 LL' nose S1 2rnsnk mfr go 2f 6 Lc 3 2l-[fi '.5'; none s Csq mi gro if 1.6 4 286: LSyr5r5 none cos Osg ml a'.+ if .7 L6 5 51-63 LOy-6i4 none s :119 ed .7 1.6 6 33.122 1OYr5,'6 none oI>s 5s•7 n•:I .7 1.6 aann?> c• 'ear, '.c lmm•,; ~m.nJ suearc elev 95. in. - ~cai~<n ;la,e X49-'2]'t Ceetl` CCi i are Iq. ScnGn DeS:.nL'UJn 'c>'•~r $'ruCIU-e ~:riiii2nfe ~=J11 41~nbe.l i. Si.:..n. Co i,'.' S> S^ -••a' -p My: 0 i3 L0yr3i3 none :I :mgr dr 2f, 2m 2 2 :3-46 :OYr+4 none fl 2mi'.1r. rnfr grr 21' .6 1.0 I!5-51 7.5Yr5,%4 nole is 05g ml q'd If 1.6 51-S3 10Yr5 6 none grs Osg IN g:,, Lf 0.7 1.6 1,6 5 61 11 10,rb;'2 non- s !sg m. c.v i %_lifi 1G;r5~6 ncne CDs pig rn i,r, 11 9x na , rn'c ~ ~T9 I,~i L_J__ ~ t ur`d,c s,Irfacc ctr: _ n Depth IC :,FO w o :Pate' ^•io!'Zon DBah 2UVinarI DJ G' gedCA Ces_I,Fi on exp;rc Strur!,ire _ c.-_ - L oHD.H I .r :-r5e'I u 52 Coot CIA, ;t `^e~ ~`ry2 9 I I ' E=fl want u' = 50 - 3f.' < 27(1 mg _ anc T5~ -3J '.?G Irg L Oiuent 42 2 °__.C. iC. rg and 755 ° 31 mg'L - I h; IU. P.rtrt•m _I i i..: n:nx i- r.` c.pr' •q r, 1 r..; r.... r: i.I,r .ir-.1 1 e I 1 I rt:;l n.e T aSz un i'e or ' .Fag r c..~r . t anti-]p re,-,, u -t -r.a a Id~n.: u'nta.1 :ht ~hn almet 4~..rt11 IC.d+G. WL. It Schmrti 8 J:nS nxrg.3% G n_ d~c 1'I' oil .,Plllf T-cmas ! Scnrr~~:r .CST 2- Fddrtss, 163 _ s"ot t,.. -:moo Vail: `d. r. F-=: Il:annt„ud. X~ 1 4411: slJOI Streit t.cra1Des:'IP:Ion ♦..14\1-11\3>1311\It19\t B i 3,. •..-r:r PI'. ''7 N': S" =;crI St..loseph I"»mh it'. V. i rq~1 .-1un Bench Ma-k 1 E:. IOC.OC' Top of 2" PVC pipe Bench Mark 2 E.. 49.50' TOP of Filter cover on septic tank Slope= I i i - -i t _ sir, 6 y _ U d lyl J y M~ ! v 4 s r.y~. }aye .+'w+'.'.~Y' 1v \ x_: ~jF ;per cm,.rytl41+F.s riw y,-♦ x ~~F`+~1. ~ M _+r"~ > ~J ~.a lam. } `a~ L~ , ~..'L'♦..6. ~ ~ ~1 ~s j. •x~~ !M°` Ktk~J ~zr Y '~dCY~Y4? t'4""( '~~♦x ~~yy.: i r~,P7`i ' Y f p , e~La ~ ~k , , (~j~dMirah'~ ~ Y ...p~X:~! 5 ^ ',4